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INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING <br /> PRO.IECT: 23-193 CITY OF RAMSEY DATE; 7 20 23 BORING#: SB-9 <br /> FOX RIDGE ESTATES 1&2 START TIME:9:40 END TIME: 10:00 <br /> STREET IMPROVEMENTS <br /> RAMSEY, MINNESOTA METHOD: 3 1/4" I.D. Hollow Stem Au^ <br /> CREI/I/; CD/NH <br /> LOCATION; Potassium Ct NW-See Boring Location ELEVATION: Page 1 of 1 <br /> Depth ASTM Soil Sample N <br /> (Feet) Symbol Description # Value Wn Notes <br /> 7.0 2.0 inches Bituminous 5.0 inches Aggregate <br /> SM SILTY SAND,fine grained,reddish brown,mottled. <br /> 1 8 17.5 <br /> 4.0 <br /> M L SILT,brown,mottled. <br /> 5.0 V Water encountered at 5.0 feet <br /> during drilling. <br /> 2 4 24.7 <br /> 8.0 <br /> CL-ML SILTY LEAY CLAY,brown. 3 4 29.9 <br /> 10.0 <br /> CH HIGHLY PLASTIC CLAY,grey,brown,mottled. <br /> 4 8 42.4 <br /> 11.5 <br /> Boring complete to 11.5 feet. <br /> Water encountered at 5.0 feet during drilling. <br /> No water encountered to cave-in at 8'4"after completion. <br />